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N1f4 CORNER OF
NW CORNER OF N89`48'400E 2638.2 )"E 2638.38® SECMON 11-T31N-R17W
SECTION 11-T31N-Rt7W
t NORTH UNE OF THE NW1/4
MAP OF SURVEY
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TANTN PIT PROPERTY 3
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ST. C OI COUNTY HIGHWAY DEPARTMENT v°a NORTH LINE OF THE SW1/4 OF THE NW1/4 OF SECTION 11
.n 3-1/4" DIAMETER BERNTSEN ALUMINUM MONUMENT FOUND
589039'33'w 1321.74'
} 1" DIAMETER BERNTSEN STEEL "SURVEY MARK" NAIL FOUND
• 1-5/16" DIAMETER IRON PIPE FOUND
0 1-5/16" DIAMETER X 18" IRON PIPE SET, WEIGHING 1.68 LBS, PER LINEAR FOOT
cvPenvr_ ccrtrc e etiF
a
CENTERLINE OF FORMER RAILROA
(R=) PREVIOUSLY RECORDED DIMENSIONING
INDEXED SURVEYOR'S NOTE
Q n
w
SURVEYOR'S NOTES
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A 14" BOXELDER TREE AND ROCK PILE OCCUPY THE PROPERTY CORNER POSITION. A LINE POINT WAS SET ON THE G
LINE 4.00 FEET NORTHERLY OF SAID CORNER AS SHOWN.
CURRENTLY, DAVID L. MAXON UTILIZES A DRIVEWAY UPON THE REMAINING RAILROAD BED, BETWEEN HIS RESIDENCE A
220TH AVENUE. THIS ENCROACHES ONTO APPROXIMATELY 645 FEET OF THE COUNTY PROPERTY, AS SHOWN. MY RES
OF DEEDS AND SURVEYS SHOW THAT MAXON RETAINS A 100 FOOT WIDE ACCESS TO THE TOWN ROAD (220TH AVENL
BETWEEN THE COUNTY PROPERTY AND LOT 1 OF CERTIFIED SURVEY MAP IN VOLUME 9, PAGE 2568.
THIS IS THE RESERVED "100 FOOT EASEMENT OVER THE EXISTING DRIVEWAY FOR INGRESS AND EGRESS" AS DESCRIB
RADIUS CENTRAL CHORD CHORD ARC TANGENT TANGEN T
THAT WARRANTY DEED RECORDED IN VOLUME 1085, PAGE 445. NOTE THAT THE DESCRIPTION IS VAGUE AS TO ITS L
OTHER THAN "OVER THE EXIsT1NG DRIVEWAY", AS REFERENCED IN THE WARRANTY DEED. THIS EASEMENT WAS LATER LENGTH ANGLE
BEARING LENGTH LENGTH BEARING IN BEARING OUT
CONVEYED TO THE ST. CROIX COUNTY HIGHWAY DEPARTMENT ON THAT WARRANTY DEED RECORDED IN VOLUME 1505
283. 1 ESTABLISHED THE LOCATION OF THIS EASEMENT BEING 100 FEET DISTANT EASTERLY AND PARALLEL WITH THE 4247.28' 21°54'46"
N71°3CWE 1614,49' 1624.37' N60°39'32"E N82'34'18"E
LINE OF THAT QUIT CLAIM DEED RECORDED IN VOLUME 976, PAGE 128, BEING THE MOST WESTERLY BOUNDARY OF T
COUNTY PROPERTY. THIS ENCOMPASSES A SOMEWHAT PRIMITIVE EXISTING DRIVE OFF OF THE TOWN ROAD (220TH AV 4247.28' 8'09'43"
N64'44'23.5"E 604.53° 605.04' N60` 132"E N68°49°15"E
AND PROVIDES THE FULL 100 FOOT WIDTH OF EASEMENT ACCESS.
4247.28" 9°35'15" N73°36'52,5"E 709.88' 710.71' N68`49'15"E N7874'30"E
<o I HELD THE SOUTHERLY LINE OF THE FORMER RAILROAD AS THE PROPERTY LINE. ON THAT WARRANTY DEED FROM C 4247.28'
4'09`48" N80'29'24"E 308.56' 308.62' N7874'30"E N82'34°18"E
ANFINSON, RECORDED IN VOLUME 1085, PAGE 445, IT DESCRIBES THIS ADJOINING PROPERTY AS: THE SEI j4 OF THE
OF SECTION 10, T31N, R17W, "LYING SOUTHERLY OF THE CHICAGO AND NORTHWESTERN RAILROAD RIGHT OF WAY". N 4347.28' 21'54"46"
S71'36'55"W 1652.50' 1662.62' S82"34`18"W S60°3W32"W
THE DEED LANGUAGE IS LATER CHANGED TO: THE SEI/4 OF THE SEtj4 OF SECTION 10, T31N, R17W, "LYING SOUTH
THE NLY LINE OF THE ABANDONED CHICAGO AND NORTHWESTERN RAILROAD RIGHT OF WAY" ON THAT WARRANTY DE 4347.28' 3°53`22"
S13W37'37"W 295.05" 295.11' 582'34°18"W S78°40°56"W
ANFINSON TO SCHULTZ, RECORDED IN VOLUME 1117, PAGE 382.
4347.28' 1WO1'24" S69'40`14"W 1361.88' 1367.51 S78040'56"W S6019'32"W
N89'30°28"E Et/4 CORNER OF
SECTION 11-T31N-R17W
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A PARCEL OF LAND I OF LAND LOCATED IN THE SWf/4 OF THE NW1/4, THE NW1/4 OF THE SW1/4,
PART OF THE
U') NEI/4 OF THE SW1/~
N cv SECTION 11 AND PAR
w w w STANTON, ST. CROIX
e® RECORDED IN VOLUME
m o OF DEEDS OFFICE; E>
o w NUMBER 683539 AT
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z I BEGINNING AT THE W
a 6 THE SW9/4 OF SAID
NORTH WESTERN RAII
N ~ z EAST LINE OF THAT !
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a+ U ® 113.74 FEET TO THE
SURVEY DETAIL 1" = 501 M Ln 0 D SOUTHERLY LINE, 121
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NE1 /4-SW1 /4-SEC. 11 z a CONCAVE SOUTHERLY o - - - - - - 1 t AND MEASURES
604.:
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(ft~l@ LLJ e iF LINE, 605.04 FEET T(
I WARRANTY DEED IN
tjC1 0 SECTION ll, THENCE
cn ` LOT 1 OF CERTFIED
l VOL. 1124, PG~471 NN~6° °Y P w OFFICE( THENCE N89
o F ALONG THE EAST LIN
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Z ' 11; THENCE N89&W2
SWI/4 OF SAID SECT
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SOUTHERLY LINE OF
SOUTHERLY, WHOSE i
LOT 1 a~c~~~c°G rrr rrr~pO f n ' MEASURES 308.56 FE
308.62 FEET TO THE
CERTIFIED SURVEY MAP I r c 'l r rrfP~N ~ I FEET TO THE NORTH
P~ /r IN VOL. 9, PG 82568 i/ r P%'r r°rl 0 NORTH-SOUTH 1/4
E
w < S82°34'l8'W, ALONG
z j i FOOT RADIUS CURVE,
J Z ( BEARS S80'37'37"W
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¢ 41.34!-h AND SAID NORTHERL
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f =j SECTION 11; THENCE
1046,95 EAST LINE OF THE S r-
o rz ® 3 WARRAI 4'18"w A c LINE OF SAID SW1/4
~ 38 1005.6~AyL4A d z;O 11; THENCE S0440'1'
r QUITICLAIM DEED IN/ H u tao' VOL. 1f
Ic6p
° VOL.I976, PG. 128'N89°0B°56"E 6p9~ I`"°o
11 1038°
0V 6"E 1 100' _WIDE EAS
t
H I r icnxI INGRESS AND
w0 1001.58 '
1621.42° VOL. 1085, PG
48-
AVENUE NOD°53°04"W
n 33.00 SOUTH LINE OF THE SE1/4 OF SECTION 1O
S89006'56"%262100°_~~_~~-~_®-
WARRANTY DEED IN WARRANTY DEED IN
VOL. 976, PG. 129 VOL. 1124, PG. 471
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I 113.74` o ACCESS EASEMENT d (SEE DETAIL ABOVE) ® 1333.86' S1/4 CORNER OF
SECTION 11-T31N-R17W
S1/4 CORNER of ~is?1.42' 10011
SECTION 10-T31N-R17W
_ SOUTH LINE OF THE SE1 /4 OF SECTION 10 - S@9 W56"W, 2623.00--~
89'46'20"E, 2667.72'